摘要
针对某双曲拱桥,采用5种加固方法进行加固,借用MIDAS软件分别建立相对应的仿真模型,根据实际荷载工况进行分析研究,运用成本效益系数k,最后决定采用增大截面法对该桥进行加固。
In light of the double-curved arch bridge, the paper applies five reinforcement methods, adopts MIDAS software, establishes corre- sponding simulating models, carries out analysis research according actual loading conditions, uses cost benefit coefficient k, and finally deter- mines to use section-increasing method to reinforce the bridge.
出处
《山西建筑》
2014年第8期179-181,共3页
Shanxi Architecture
关键词
双曲拱桥
加固
仿真模型
成本效益系数
double-curved arch bridge, reinforcement, simulating model, cost benefit coefficient